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ICE Proceedings
E-ISSN
:
1753-7789
Volume 87, Issue 2, June 1989
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NON-LINEAR ANALYSIS OF TUNNEL LININGS UNDER LONGITUDINAL BENDING.
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pp.
159–174
Author:
H SUCUOGLU
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2000
Proc. Instn Cio. Engrs, Part 2,1989,87, June, 159-174 PAPER 9331 STRUCTURAL ENGINEERING GROUP Non-linear analysis of tunnel linings under longitudinal bending Tunnel linings are generally analysed transversally as a plane strain problem. Very little attention is given to the flexural behaviour which may occur in the longitudinal direction as a result of settlements along the tunnel. Longitudinal bending is ignored, on the assumption that the settlement will be small and thatthe linings possess suficient flexibility to cope with the settlements without producing high stresses. This Paper presents an analytical study of the flexure-induced deformations and stresses in tunnel linings subject to settlement...
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CHARTS FOR THE HYDRAULIC DESIGN OF HIGH SIDE-WEIRS IN STORM SEWAGE OVERFLOWS.
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pp.
175–193
Authors:
EA DELO; AJ SAUL; MANNING
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2002
Proc. Instn Civ. Engrs, Part 2,1989,87, June, 175-193 PAPER 9376 WATER GROUP ENGINEERING Charts for the hydraulic design high of side-weirs instorm sewage overflows E. A. DELO, BSc, PhD, MICE, MIWEM* A. J. SAUL, BEng, PhD? The hydraulic performance of side-weirs and their use in civil engineering have been the subjects of much research; nevertheless, at the present time, the design of such weirs isbased on iterative procedures. Using a dimensional analysis approach,this Paper presents a graphical representation of the hydraulics of flow over side-weirs, particularly in relation to their use in storm sewage overflowchambers, such that the engineer is provided with a direct, simple and accurate method of design...
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LEAKAGE REDUCTION BY EXCESS PRESSURE MINIMIZATION IN A WATER SUPPLY NETWORK.
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pp.
195–214
Authors:
G GERMANOPOULOS; PW JOWITT
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2003
Proc. lnstn Civ. Engrs, Part 2,1989,87, June, 195-214 PAPER 9404 WATERGROUP ENGINEERING Leakage reduction by excess pressure minimization in a water supply network G. GERMANOPOULOS, BSdEng), MSc, PhD, DIC, ACGI* P. W. JOWITT, BSdEng), PhD, DIC, ACGI, MICE? A methodology is presented for thedetermination of optimalcontrol valve settings to minimize excess pressures in a water supply network. The work has application in reducing leakage and assisting in the identification of valve locations and valve control settings...
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LOCAL SCOUR AT BRIDGE PIERS WITH NON-UNIFORM SEDIMENTS.
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pp.
215–224
Authors:
YM CHIEW; BW MELVILLE
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2004
Proc. Instn Ciu. Engrs, Part 2,1989,87, June, 215-224 PAPER 9409 WATER GROUP ENGINEERING Local scour at bridge piers with non-uniform sediments Local scour around cylindrical bridge piers with non-uniform, cohesionless sediments under live-bed conditions was investigated experimentally. Experiments were conducted under dynamic equilibrium conditions, as in a sediment recirculating flume, where there is a continuous input of sediment from upstream of the scour hole such that, at equilibrium condition, the amount of sediment entering a cross-section is equal to that leaving the cross-section...
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MOVEMENT OF UNBONDED POST-TENSIONING TENDONS DURING DEMOLITION.
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pp.
225–253
Authors:
MS WILLIAMS; P WALDRON; ANSYS
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2005
Proc. Instn Civ. Engrs, Part 2,1989,87, June, 225-253 PAPER 9421 STRUCTURAL ENGINEERING GROUP Movement of unbonded post-tensioning tendons during demolition M. S. WILLIAMS, BSc, PhD* P. WALDRON, BSc, PhD, DIC, MICE? An investigation has been carried out into the movement of unbonded tendons when cut during the demolition of post-tensioned concrete structures. Results are presented from an extensive laboratory testing programme, inwhich unbonded tendons of varying length, diameter, curvature and end condition were released from axial tensile loads...
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INFLUENCE OF CUYCLIC HUMIDITY ON TIME-DEPENDENT BEHAVIOUR OF POST-TENSIONED CONCRETE BEAMS.
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pp.
255–270
Authors:
JJ BROOKS; AE GAMBLE
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2006
Proc. Instn Cio. Engrs, Part 2,1989,87, June, 255-270 PAPER 9423 STRUCTURAL ENGINEERING GROUP Influence of cyclic humidity on time-dependent behaviour of post-tensioned concrete beams J. J. BROOKS, BSc, PhD, MIMechE* A. E. GAMBLE, Bsc, MICE, MIHT* The performance of post-tensioned concrete beams stored at a cyclic humidity ranging from 65 to 100% is compared with a constant humidity storage of 65%. At the cyclic humidity, there were reductions in shrinkage, creep, loss of prestress and camber...
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TECHNICAL NOTE. EFFECT OF BED SUPER-ELEVATION ON THE FLOW IN RIGID OPEN CHANNEL BENDS.
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pp.
271–288
Authors:
KHM ALI; MM MENDIS
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2007
Proc. Instn Cio. Engrs, Part 2,1989,87, June, 271-288 TECHNICAL NOTE 519 WATER ENGINEERING GROUP Effect of bed superelevation on the in flow rigid open channel bends K. H. M. ALI, BEng, MEng, PhD* M. M. MENDIS, BEng, MEng* The research work presented in this Technical Note was carried out in rigid open channel bends of high radius to width ratios and with water depths comparable to the widths of the bends. Open channels with bends of these dimensions and water depths are often encountered at effluent treatment works...
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TECHNICAL NOTE. CIRCULAR TURBULENT DENSER WALL JETS.
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pp.
289–298
Authors:
N RAJARATNAM; S SOLANKI; BOUSSINESQ; RICHARDSON
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2008
Proc. Instn Civ. Engrs, Part 2,1989,87, June, 289-298 TECHNICAL NOTE 514 WATER ENGINEERING GROUP Circular turbulent denser wall jets N. RAJARATNAM, BE, MSc, PhD* S. SOLANKI, BSc? This Technical Note presents the results of an experimental (photographic) study on the growth of three-dimensional turbulent denser (Boussinesq-type) wall jets issuing from circular openings on a smooth boundary immersed in a lighter fluid in a tank of large depth and width. In the near-field, where the mixing is dominated by the momentum and buoyancy of the jet, for x / d less than about 40 (where X is the longitudinal distance from the nozzle of diameter 4, the growth of the jet in the transverse and vertical directions is approximately linear...
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TECHNICAL NOTE. LOW REYNOLDS NUMBER CIRCULAR TURBULENT JETS.
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pp.
299–305
Authors:
N RAJARATNAM; L FLINT PETERSEN; REYNOLDS
Document Type:
Research Article
DOI
:
10.1680/iicep.1989.2009
Proc. lnstn Ciu. Engrs, Part 2,1989,87, June, 299-305 TECHNICAL NOTE 523 WATER ENGINEERING GROUP Low Reynolds number circular turbulent jets N. RAJARATNAM, BE, MSc,PhD* L. FLINT-PETERSEN, BSc, MEngt This Technical Note presents the results of an experimental (photographic) study on the behaviour of circular turbulent submerged (water)jets andwall jets for Reynolds numbers in the range of 5 0 0 to about14000. The variation of the initial laminar length in terms of the jet diameter with the Reynolds number has been found...
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DISCUSSION. CONCENTRATED LOADS ON SOLID MASONRY WALLS - A PARAMETRIC STUDY AND DESIGN RECOMMENDATIONS.
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pp.
307–309
Authors:
S ALI; AW PAGE; J SPRINGFIELD
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.2010
Proc. Instn Civ. Engrs, Part 2,1989,81,June, 307-309 DISCUSSION ON PAPER 9313 STRUCTURAL ENGINEERING GROUP Concentrated loads on solid masonry walls-a parametric study and design recommendations S . Ali and A. W. Page Mr J. Springfield, Carruthers & Wallace Limited, Toronto The potential of papers such as this one is greater than the mere derivation of refined expressions for local bearing stress on masonry under confined bearing plates. Those of us confined daily within the straight-jacket of building codes find it refreshing to discover, or perhaps rediscover, the true nature of the stresses beneath concentrated bearings, revealing the cause of cracks that we have observed in actual walls...
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DISCUSSION. AUTOMATED DETERMINATION OF CONCORDANT PROFILES.
More details
pp.
311–312
Authors:
C J BURGOYNE; A MCCLOW; PREPAK
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.2011
Proc. Instn Ciu. Engrs, Part 2,1989,87, June, 311-312 DISCUSSION ON PAPER 9328 STRUCTURAL ENGINEERING GROUP Automated determination concordant profiles of C. J. Burgoyne Mr A. McC. LOW, Arup & Partners Ove This Paper tackles one of the challenges of our time: to find effective rolesfor the power of the computer inthe engineering design process. For this application, the 7 and 8. He opts for the linear Author sets out alternative approaches in transformation method. At Ove Arup & Partners, we have designed scores of post-tensioned continuous bridges in recent years, and we have found the alternative procedure to be more effective...
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133.79K
DISCUSSION. BREAKING WAVE DESIGN: A CASE HISTORY.
More details
pp.
313–316
Authors:
M BIRKINSHAW; WJ EASSON; CA GREATED; RM WEBB; JR CHAPLIN
Document Type:
Discussion
DOI
:
10.1680/iicep.1989.2012
Proc. Instn Ciu. Engrs, Part 2,1989,87, June, 313-316 9241 MARITIME DISCUSSION ON PAPER ENGINEERING GROUP Breaking wave design a case history : M. Birkinshaw, W. J. Easson, C. A. Greated and R. M. Webb Professor J. R. Chaplin, City University,London The Authors present some remarkable experimental measurements of velocities and accelerations beneath a breakingwave. As a theoretical modelof this process, a regular wave theory-such as the stream function theory used in the Paper-is a poorsubstitute for atime-dependentsolution which reproducestheunsteady nature of the flow...
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143.71K
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